Polymer concrete composition for cementitious road repair and overlay

ABSTRACT

A polymer concrete system has been discovered which is useful in road overlay and repair. The binder for this aggregate-filled system consists of a liquid opoxy resin and triethyleneglycol diamine or tetraethylene glycol diamine curing agent. A piperazine accelerator ensures adequate strength development after short cure times at ambient temperatures. 
     The binder-aggregate system is relatively flexible, has excellent compression and flexural strength and adheres well to the substrate. The system is distinguished by its fast cure to a compression strength of 3000 psi which will support automotive traffic.

FIELD OF THE INVENTION

This invention is a method for repairing or resurfacing cementitious concrete roads. The method comprises the application of an epoxy resin binder-aggregate composition.

DESCRIPTION OF RELEVANT METHODS IN THE FIELD

Epoxy resins constitute a broad class of polymeric materials having a wide range of physical characteristics. The resins are characterized by epoxide groups which are cured by reaction with catalysts or curing agents to provide cured epoxy resin compositions with certain desirable properties.

U.S. Pat. No. 4,487,806 to K. B. Sellstrom and H. G. Waddill teaches a decorative epoxy resin aggregate binder composition. The composition comprises a vicinal polyepoxide, a stoichiometric amount of polyoxypropylene glycol diamine curative, nonylphenol and m-xylylene diamine. The composition is used to bind aggregate to cement surfaces such as patios and driveways of residential houses. The composition is a clear coating intended for outdoor use, which is noted for not yellowing with exposure to sunlight. U.S. Pat. No. 4,487,805 to K. B. Sellstrom teaches a decorative epoxy resin binder-aggregate composition. The composition comprises a vicinal polyepoxide, a stoichiometric amount of polyoxypropylene glycol diamine curative, nonylphenol, N-aminoethylpiperazine and a substituted benzotriazole ultraviolet light absorber. The composition is used to bind aggregate to large cement surfaces such as patios and driveways of residential houses. The composition is noted for not yellowing over time with exposure to sunlight.

U.S. Pat. No. 3,496,138 to R. F. Sellers and C. F. Pitt teaches curable epoxy resin compositions. These compositions include the reaction product of a diepoxide with a diamine such as the diamines of ethylene glycol, diethylene glycol, poly(ethylene glycol), propylene glycol, butylene glycol, etc. These compositions were used as adhesives and as coatings.

U.S. Pat. No. 3,236,895 to J. M. Lee and J. C. Winfrey and U.S. Pat. No. 3,462,393 to Legler are pioneer patents. They describe a series of amine compounds which are solids or liquids and have utility particularly in curing epoxy resins. The amine compounds have the general formula: ##STR1## wherein R's are selectively defined as hydrogen, alkyl radicals and alkylene oxide radicals and x and m are defined integers.

U.S. Pat. No. 3,875,072 to H. G. Waddill teaches an accelerator for curing epoxy resins. The accelerator comprises piperazine and an alkanolamine in a weight ratio of 1:8 to 1:1. A number of alkanolamines are taught with triethanolamine preferred. U.S. Pat. No. 4,189,564 to H. G. Waddill teaches the accelerator comprising piperazine, N-aminoethylpiperazine and an alkanolamine. The accelerators are said to be synergistic for accelerating the curing of a polyglycidyl ether of a polyhydric phenol cured with a polyoxyalkylene polyamine at ambient or elevated temperatures. Such amines include polyoxypropylene diamines of the formula:

    NH.sub.2 CH(CH.sub.3)CH.sub.2 [OCH.sub.2 CH(CH.sub.3)].sub.x NH.sub.2

wherein x ranges from 2 to 40.

Decorative Aggregate Studies I-IV (Texaco Chemical Company; TSB-1195, -1196, -1198, and -1199) describe the formulation of weatherable epoxy systems for binding decorative aggregate to concrete.

Gupta, Kar, and Mani, "Effect of Binder Content and Coupling Agents on Mechanical Properties of Epoxy-Aggregate Composites", Journal of Reinforced Plastics and Composites, Vol. 1 (October, 1982), pp. 370-377, discusses the effect of binder:filler ratios and the use of silane coupling agents in an aggregate-filled epoxy system cured with a polyamide resin.

There is a need in the art for an epoxy resin formulation for repairing faults and for coating cementitious roads which is flexible and will cure to bear an 3000 psi traffic load in the shortest time, yet remain workable during application.

SUMMARY OF THE INVENTION

The invention is a method for repairing a fault in a cementitious road. The method comprises applying an aggregate and binder system to the fault. The binder comprises a vicinal polyepoxide having an average of at least 1.8 reactive 1,2-epoxy groups per molecule, a stoichiometric amount of a triethylene glycol diamine or tetraethyleneglycol diamine curative and an accelerator comprising an effective amount of piperazine and triethanolamine.

The method is distinguished by short cure time to reach a load bearing capacity of 3000 psi in order to support motor vehicle traffic. The method is also distinguished by its compatibility with an existing cementitious road.

DETAILED DESCRIPTION OF THE INVENTION

Epoxy resin systems have been used to repair or resurface roadways because of their unique ability to bond well with Portland cement concrete. However, certain properties of the epoxy resin systems have limited their utility particularly in the repair of existing cementitious roads. These properties include slow cure rates, high coefficients of thermal expansion and high modulus of elasticity. We have invented an epoxy resin-aggregate system which overcomes these deficiencies.

The binder formulation of this invention is a low viscosity system which cures rapidly. High filler loadings are possible and compression and flexural strength develop quickly even at lower temperatures, e.g. 40° F. The coefficient of thermal expansion of a polymer concrete containing this binder system closely resembles that of Portland cement concrete up to about 120° F. Polymer concrete overlays containing this binder system resist delamination from a Portland cement concrete substrate during freeze-thaw cycling.

Nonylphenol may be used in this application because it improves flexibility. However, nonylphenol typically weakens the binder. There is also little need for the decorative, high gloss surface achieved with the addition of nonylphenol. Because of the high filler:binder ratios in this polymer concrete, there is very little of the binder system exposed on the surface of the overlay.

The invention is useful in preparing aggregate-filled systems for road and bridge repair, such as bridge deck overlays. The polymer concrete system of this invention has several properties that closely resemble properties of Portland cement concrete; these similarities offer improved durability of overlays and other types of repairs.

Generally the vicinal polyepoxide containing compositions which may be cured with the products of the invention are organic materials having an average of at least 1.8 reactive 1,2-epoxy groups per molecule. These polyepoxide materials can be monomeric or polymeric, saturated or unsaturated, aliphatic, cycloaliphatic, aromatic or heterocyclic, and may be substituted if desired with other substituents besides the epoxy groups, e.g., hydroxyl groups, ether radicals, aromatic halogen atoms and the like. These vicinal polyepoxide containing compounds typically are of an epoxy equivalent weight of 150 to 250. Preferably the polyepoxide, which has an epoxide equivalent weight of from 175 to 195, is derived from condensing epichlorohydrin with 2,2-bis(p-hydroxyphenyl)propane to form 2,2-bis[(p-2,3 epoxy propoxy)phenyl]propane, a derivative of bisphenol A.

Preferred polyepoxides are those of glycidyl ethers prepared by epoxidizing the corresponding allyl ethers or reacting, by known procedures, a molar excess of epichlorohydrin and an aromatic polyhydroxy compound, i.e. isopropylidene bisphenol, novolac, resorcinol, etc. The epoxy derivatives of methylene or isopropylidene bisphenols are especially preferred.

A widely used class of polyepoxides which are useful according to the instant invention includes the resinous epoxy polyethers obtained by reacting an epihalohydrin, such as epichlorohydrin, and the like, with either a polyhydric phenol or a polyhydric alcohol. Typically the epoxy resins have an average of at least 1.8 reactive, 1,2-epoxy groups per molecule. An illustrative, but by no means exhaustive, listing of suitable dihydric phenols includes 4,4'-isopropylidene bisphenol, 2,4'-dihydroxydiphenylethylmethane, 3,3'-dihydroxydiphenyldiethylmethane, 3,4'-dihydroxydiphenylmethylpropylmethane. 2,3'-dihydroxydiphenylethylphenylmethane, 4,4'-dihydroxydiphenylpropylphenylmethane, 4,4'-dihydroxydiphenylbutylphenylmethane, 2,2'-dihydroxydiphenylditolylmethane, 4,4'-dihydroxydiphenyltolylmethylmethane and the like. Other polyhydric phenols which may also be co-reacted with an epihalohydrin to provide these epoxy polyethers are such compounds as resorcinol, hydroquinone, substituted hydroquinones, e.g., methylhydroquinone, and the like.

Among the polyhydric alcohols which can be coreacted with an epihalohydrin to provide these resinous epoxy polyethers are such compounds as ethylene glycol, propylene glycols, butylene glycols, pentane diols, bis(4-hydroxycyclohexy)dimethylmethane, 1,4-dimethylolbenzene, glycerol, 1,2,6-hexanetriol, trimethylolpropane, mannitol, sorbitol, erythritol, pentaerythritol, their dimers, trimers and higher polymers, e.g. polyethylene glycols, polypropylene glycols, triglycerol, dipentaerythritol and the like, polyallyl alcohol, polyhydric thioethers, such as 2,2'-3,3'-tetrahydroxydipropylsulfide and the like, mercapto alcohols such as monothioglycerol, dithioglycerol and the like, polyhydric alcohol partial esters, such as monostearin, pentaerythritol monoacetate and the like, and halogenated polyhydric alcohols such as the monochlorohydrins of glycerol, sorbitol, pentaerythritol and the like.

Another class of polymeric polyepoxides which can be cured to form the polymer concrete of the present invention includes the epoxy novolac resins obtained by reacting, preferably in the presence of a basic catalyst, e.g. sodium or potassium hydroxide, an epihalohydrin, such as epichlorohydrin, with the resinous condensate of an aldehyde, e.g. formaldehyde, and either a monohydric phenol, e.g., phenol itself, or a polyhydric phenol. Further details concerning the nature and preparation of these epoxy novolac resins can be obtained in Lee, H. and Neville, K., Handbook of Epoxy Resins, McGraw Hill Book Co., New York, 1967.

Because of the relative cost, it is desirable to minimize the amount of binder in any composition. To achieve this end, while maintaining a product of acceptable quality, the aggregate combination must be chosen to yields the smallest void volume. The aggregate formulation used in the Example is based on the results of the publication Optimization of Polymer Concrete for Flame Spread Specimens, by Troy Madeley, Technical Memorandum No. 2, University of Texas, Austin, Tex., July 1984. This publication reports that a combination of 60 wt% coarse gravel, 30 wt% coarse sand and 10 wt% fine material produced a low void volume. As a result, the aggregate used in the present work was 60 wt% of 3/8 inch gravel, 30 wt% sand and 10 wt% fly ash.

The aggregate-binder ratio was adjusted to yield the most workable system. Ratios of 7:1 to 12:1 were tried. It was found that for an aggregate based on 3/8 inch gravel, that the optimal weight ratio of aggregate-binder was 11:1. For an aggregate comprising pea gravel, a ratio of 8.5:1 was determined to be most workable. Compositions comprising more aggregate, i.e. greater than 12:1, were judged to be unworkable. Compositions comprising less aggregate than 7:1 ratio were judged not to be cost effective.

This invention is shown by way of Example.

EXAMPLE I

    ______________________________________                                         A. Binder Formulation, pbw                                                                             6109-5                                                 ______________________________________                                         Liquid epoxy resin (EEW-188)                                                                           100                                                    Triethyleneglycol diamine                                                                              20                                                     Sand:binder ratio (wt.) 7:1                                                    Compressive strength, psi                                                                              8500                                                   after 24 hours at ambient                                                      temperatures                                                                   Modulus of elasticity, psi                                                                             3,171,000                                              after 24 hours at ambient                                                      temperatures                                                                   ______________________________________                                    

This concrete system offered excellent compressive strength after curing 24 hours at ambient temperatures. Portland cement concrete has an ultimate compressive strength of about 400 psi after a much longer cure time.

    ______________________________________                                         B. Binder formulation, pbw (6109)                                              6A                                                                             6B                                                                             ______________________________________                                         Liquid epoxy resin (EEW 188)                                                                          100      100                                            Triethyleneglycol diamine                                                                             20       20                                             Accelerator 399        10       15                                             Sand:Binder ratio (wt.)                                                                               7:1      7:1                                            Compressive strength, psi                                                                             6700     7700                                           after 2 hours at ambient                                                       temperatures                                                                   ______________________________________                                    

Addition of an accelerator to the epoxy concrete system cured with triethyleneglycol diamine resulted in improved compressive strength with time. Excellent compressive strength values were obtained within two hours of molding.

    ______________________________________                                         C. Binder formulation, pbw (6109)                                              7B                                                                             7C                                                                             ______________________________________                                         Liquid epoxy resin (EEW 188)                                                                          100      100                                            Triethyleneglycol diamine                                                                             20       --                                             Tetraethyleneglycol diamine                                                                           --       28                                             Accelerator 399        15       20                                             ______________________________________                                    

A three component aggregate blend (3/8-inch aggregate, sand, fly ash) was used in this example.

    ______________________________________                                         Filler:binder ratio (wt.)                                                                          11:1       11:1                                            Compressive strength, psi                                                      after 3 hrs at ambient temp.                                                                       10000      3500                                            after 6 hrs at ambient temp.                                                                       11200      8500                                            after 9 hrs at ambient temp.                                                                       13000      10600                                           after 12 hrs at ambient temp.                                                                      13300      10900                                           after 24 hours at ambient temp.                                                                    13500      11300                                           Modulus of elasticity, psi                                                                         5,093,000  4,018,000                                       after 24 hrs at ambient temp.                                                  ______________________________________                                    

Exceptional compressive strength was obtained after short cure times with the epoxy concrete system cured with triethyleneglycol diamine. Ultimate strength properties of systems cured with the two amines (triethyleneglycol diamine and tetraethyleneglycol diamine) are similar.

Accelerator 399 is a mixture of 10 to 20% piperazine and 5 to 10% N-aminoethylpiperazine in triethanolamine. Described in U.S. Pat. No. 4,189,564 to H. G. Waddill.

EXAMPLE II

    ______________________________________                                         A.1 Formulations and Properties for Modified Binder System                     ______________________________________                                         Formulation, pbw                                                               Liquid epoxy resin (EEW 188)                                                                    100     100     100   100                                     Triethyleneglycol diamine                                                                       20      20      20    20                                      Nonylphenol      10      20      30    40                                      Exotherm Data                                                                  Brookfield viscosity, cps                                                                       900     1050    1550  2040                                    (25° C.)                                                                Gel time, min. (200 g mass)                                                                     23.2    17.8    15.3  13.6                                    Peak exothermic temp., °C.                                                               235.5   215.6   201.8 186.9                                   Time to peak temp., min.                                                                        26.4    21.2    18.0  19.7                                    Properties of cured 1/8-inch                                                   Castings                                                                       Cured 14 days @ 25° C.                                                  Shore D hardness, 0-10 sec                                                                      73-70   71-68   71-67 70-66                                   Elongation, %    4.3     3.3     3.7   5.5                                     HDT, °C., 264 psi/66 psi load                                                            49/50   45/48   46/48 42/42                                   Izod impact strength, ft-lb/in                                                                  0.10    0.16    0.09  0.07                                    Tensile strength, psi                                                                           9800    9500    8500  7700                                    Tensile modulus, psi                                                                            430000  400000  390000                                                                               350000                                  Flexural strength, psi                                                                          15600   15900   15600 13500                                   Flexural modulus, psi                                                                           470000  473000  438000                                                                               384000                                  % wt. gain,                                                                    24-hr water boil 3.4     2.7     2.0   1.0                                     3-hour acetone boil                                                                             11.3    14.4    13.3  (1)                                     Compressive strength, psi                                                                       23000   27400   22000 27000                                   Adhesion Properties                                                            Tensile shear adhesion, psi                                                                     1000    920     990   860                                     T-peel strength, pli                                                                            3.1     2.3     1.6   2.2                                     ______________________________________                                         A.2 Formulation, pbw                                                           Liquid epoxy resin (EEW 188)                                                                    100     100     100   100                                     Tetraethyleneglycol diamine                                                                     28      28      28    28                                      Nonylphenol      10      20      30    40                                      Properties of Cured 1/8-inch                                                   Castings                                                                       Cured 14 days 25° C.                                                    Shore D hardness, 0-10 sec                                                                      76-73   74-70   73-68 68-61                                   Elongation, %    3.0     4.3     5.4   60                                      HDT, °C., 264 psi/66 psi                                                                 47/49   42/45   41/43 28/34                                   Izod impact strength ft-lb/in                                                                   0.11    0.11    0.10  0.09                                    Tensile strength, psi                                                                           8800    8500    7000  3300                                    Tensile modulus, psi                                                                            420000  420000  350000                                                                               230000                                  Flexural strength, psi                                                                          14200   13600   11300 5300                                    Flexural modulus, psi                                                                           440000  423000  350000                                                                               185000                                  % wt. gain,                                                                    24-hr water boil 5.3     4.2     3.4   2.1                                     3-hr acetone boil                                                                               13.7    16.3    17.0  (1)                                     Compressive strength, psi                                                                       32000   31000   34000 45000                                   Adhesion Properties                                                            Tensile shear adhesion, psi                                                                     1500    1460    2300  2400                                    T-peel strength, pli                                                                            4.5     2.2     1.6   1.8                                     ______________________________________                                          (1) Samples destroyed.                                                   

The two sets A.1 and A.2) of formulations and cured epoxy properties indicated that addition of nonylphenol to epoxy systems cured with these amines caused little change in strength properties of the neat systems. There is a maximum amount of nonylphenol that is useful. If more than that amount is added to a system, properties are damaged. Note the decrease in strength in the system cured with tetraethyleneglycol diamine when 40 phr of nonylphenol was added.

    ______________________________________                                         B. Epoxy Concrete System/Formulations and Properties                           ______________________________________                                         Binder Formulation, pbw                                                        Liquid epoxy resin (EEW 188)                                                                        100                                                       Triethyleneglycol diamine                                                                           20                                                        Nonylphenol          40                                                        Accelerator 399       5                                                        Aggregate Blend, pbw                                                           3/8-inch aggregate   60                                                        Coarse sand          30                                                        Fly ash              10                                                        ______________________________________                                    

An 11:1 (wt.) aggregate:binder ratio was used in preparing samples for testing. The table below lists compressive and flexural strength values at varying cure times.

    ______________________________________                                                    Compressive Strength,                                                                         Flexural Strength                                    Cure Time  psi            psi                                                  ______________________________________                                         3 hours    5000           --                                                   4 hours    --             2100                                                 6 hours    8100           2600                                                 12 hours   9000           2600                                                 24 hours   9800           2700                                                 7 days     9500           --                                                   28 days    10200          2600                                                 ______________________________________                                    

Although compressive strength may develop faster in systems containing larger amounts of the accelerator and no nonylphenol, those systems did not offer the enhanced flexibility these modified systems offer.

EXAMPLE III (Comparative)

    ______________________________________                                         A. Binder Formulation, pbw (6109)                                              3A                                                                             3B                                                                             ______________________________________                                         Liquid epoxy resin (EEW 188)                                                                         100       100                                            JEFFAMINE D-230       32        --                                             JEFFAMINE D-400       --        55                                             Sand:Binder Ratio (wt.)                                                                              7:1       7:1                                            Compressive strength, psi                                                                            11077     5970                                           after elevated temperature cure                                                Modulus of elasticity, psi                                                                           2,806,000 810,000                                        after elevated temperature cure                                                Compressive strength, psi                                                                            8700      3900                                           after ambient temperature cure                                                 for 3 days                                                                     ______________________________________                                    

Compressive strength and modulus values obtained after elevated temperature curing were about as high as they can be for these formulations because a complete cure was reached.

Compressive strength values obtained after a three-day cure at approximately 77° F. are somewhat lower than those listed earlier. Systems cured at ambient temperatures require longer cure times although they offer excellent properties even before a complete cure was reached.

Jeffamine® D-230 and D-400 are represented by the structure:

    H.sub.2 NCH(CH.sub.3)CH.sub.2 --[OCH.sub.2 CH(CH.sub.3)].sub.x --NH.sub.2

wherein:

for D-230, x averages 2.6 and

for D-400, x averages 5.6.

    ______________________________________                                         B. Binder formulation, pbw                                                                        6109-4                                                      ______________________________________                                         Liquid epoxy resin (EEW 188)                                                                      100                                                         JEFFAMINE D-230    32                                                          Accelerator 399    20                                                          Sand:binder ratio (wt.)                                                                           7:1                                                         ______________________________________                                         Cure Time at                                                                   Ambient Temperature, hrs                                                                          Compressive Strength, psi                                   ______________________________________                                         3.5                212                                                         5                  1542                                                        7                  4279                                                        24                 6939                                                        ______________________________________                                    

Although compressive strength developed slowly during early curing, large increases in compressive strength were seen between 3.5 and 5 hours cure time and between 5 and 7 hours cure time. A more gradual increase was seen between 7 and 24 hours.

    ______________________________________                                         C. Binder formulation, pbw                                                                             6109-7A                                                ______________________________________                                         Liquid epoxy resin (EEW 188)                                                                           100                                                    JEFFAMINE ® D-230   32                                                     Accelerator 399         20                                                     ______________________________________                                    

An aggregate blend containing 3/8-inch aggregate, sand, and fly ash was used in this example.

    ______________________________________                                         Filler:Binder Ratio (wt.)                                                                              11:1                                                   Compressive strength, psi                                                                              12,209                                                 after 24 hours                                                                 Modulus of Elasticity, psi                                                                             4,041,000                                              after 24 hours                                                                 ______________________________________                                    

Use of a three-component aggregate blend resulted in higher compressive strength and modulus because of improved packing. Also binder content of this system was lower than when only one aggregate was used; this would reduce the cost of the system.

EXAMPLE IV

    ______________________________________                                         Accelerator 399 in Binder Formulation                                          ______________________________________                                         A. Binder A                                                                    ______________________________________                                         Liquid epoxy resin (EEW 188)                                                                       100 pbw                                                    JEFFAMINE D-230     32 pbw                                                     Accelerator 399     As specified                                               ______________________________________                                         Accelerator Concentration,                                                                         Compression Strength,                                      phr                 psi                                                        ______________________________________                                         0                   Not cured at 24 hours                                      5                   Not cured at 24 hours                                      10                  7780 psi at 24 hours                                       15                  7850 psi at 24 hours                                       20                  8700 psi at 24 hours                                       25                  6550 psi at 24 hours                                       30                  Not workable                                               ______________________________________                                    

Twenty (20) phr Accelerator 399 was determined to be the optimum amount of this accelerator to use for maximum compression strength after a 24-hour cure time.

    ______________________________________                                         B. Binder B                                                                    ______________________________________                                         Liquid epoxy resin (EEW 188)                                                                       100 pbw                                                    Triethyleneglycol diamine                                                                          20 pbw                                                     Accelerator 399     As specified                                               ______________________________________                                         Accelerator Concentration,                                                                         Compression Strength,                                      phr                 psi                                                        ______________________________________                                         0                   Not cured at 3.5 hours                                     5                   Not cured at 2 hours                                       10                  4650 psi at 1.5 hours                                      15                  5200 psi at 1.5 hours                                      20                  Not Workable                                               ______________________________________                                    

Fifteen (15) phr Accelerator 399 was the optimum amount of this accelerator to use for maximum compression strength in the shortest amount of time.

    ______________________________________                                         C. Binder C                                                                    ______________________________________                                         Liquid epoxy resin (EEW 188)                                                                       100 pbw                                                    Tetraethyleneglycol diamine                                                                        28 pbw                                                     Accelerator 399     As specified in table                                      ______________________________________                                         Accelerator Concentration,                                                                         Compression Strength,                                      phr                 psi                                                        ______________________________________                                         0                   Not cured at 3 hours                                       5                   Not cured at 2.5 hours                                     10                  Not cured at 2.5 hours                                     15                  3400 psi at 2.5 hours                                      20                  3500 psi at 2.5 hours                                      25                  Not Workable                                               ______________________________________                                    

Twenty (20) phr Accelerator 399 was the optimum amount of this accelerator to use for maximum compression strength in the shortest amount of time.

Binder A cures quite slowly, even with large amounts of Accelerator 399 added to the system. Binders B and C both cured rapidly. However, for the repair-type applications in which this invention is useful, it is necessary to obtain the highest compression strength in the least amount of time. It is also desirable to keep accelerator levels as low as possible. For these reasons, Binder B is the preferred formulation.

EXAMPLE V Compression Strength Development at Three Temperatures

PC-A (Polymer Concrete A) contains 11 pbw of the 3-component aggregate mix described earlier for each 1 pbw of Binder A of Example I.

PC-B (Polymer Concrete B) contains 11 pbw of the 3-component aggregate mix described earlier for each 1 pbw of Binder B of Example I.

PC-C (Polymer Concrete C) contains 11 pbw of the 3-component aggregate mix described earlier for each 1 pbw of the Binder C of Example I.

    ______________________________________                                         Compression                                                                    strength, psi                                                                               PC-A       PC-B       PC-C                                        ______________________________________                                         Compression Strength Development at 40° F.                              for Three Polymer Concrete Systems.                                            Time Required to Reach Specified                                               Compression Strength.                                                          2000         >24 hr.    5 hr.      6.5 hr.                                     3000         >24        5.25       8                                           4000         >24        5.5        9.5                                         5000         >24        5.75       11                                          6000         >24        6          12.5                                        Compression Strength Development at 70° F.                              For Three Polymer Concrete Systems.                                            Time Required to Reach Specified                                               Compression Strength.                                                          2000         6.25 hr.   <0.5 hr.   1.25 hr.                                    3000         7.25                  1.75                                        4000         8          1          2.25                                        5000         9                     3                                           6000         9.5        1.5        3.5                                         Compression Strength Development at 110° F.                             for Three Polymer Concrete Systems.                                            Time Required to Reach Specified                                               Compression Strength.                                                          2000         1 hr.      <0.5 hr.   0.75 hr.                                    3000         1.5                   1.25                                        4000         2          0.5        2.25                                        5000         2.5                   6                                           6000         3          0.75       10.25                                       ______________________________________                                    

PC-A, the polymer concrete containing Jeffamine D-230 curing agent, did not cure at 40° F. and cured slowly at 70° F. PC-C, which contained tetraethyleneglycol diamine, cured slowly at 40° F. PC-B was the preferred formulation; this system cured quite rapidly at 70° F. Even at 40° F., this concrete system developed compression strength much more quickly than the other two systems.

EXAMPLE VI

    ______________________________________                                         Flexural                                                                       strength, psi                                                                               PC-A       PC-B       PC-C                                        ______________________________________                                         Flexural Strength Development at 40° F.                                 for Three Polymer Concrete Systems.                                            Time Required to Reach Specified                                               Flexural Strength.                                                              500         >24 hr.    2 hr.      5.25 hr.                                    1000         >24        3.5        7                                           1500         >24        6.25       7.75                                        2000         >24        18         8.75                                        2500         >24        22         17.75                                       Flexural Strength Development at 70° F.                                 for Three Polymer Concrete Systems.                                            Time Required to Reach Specified                                               Flexural Strength.                                                              500         6.5 hr.    1.5 hr.    2.25 hr.                                    1000         7.5        2.25       2.75                                        1500         8.25       2.5        3.25                                        2000         9.5        2.75       4.5                                         2500         11         3          6.5                                         Flexural Strength Development at 110° F.                                for Three Polymer Concrete Systems.                                            Time Required to Reach Specified                                               Flexural Strength.                                                              500         1 hr.      <0.25 hr.  1 hr.                                       1000         2          0.5        1.75                                        1500         2.75       1          2.75                                        2000         3.25       1.25       4.25                                        2500         5.5        2          6.25                                        ______________________________________                                    

Portland cement concrete has about 500 psi flexural strength. It is important that the polymer concrete exceed 500 psi in a short time. Both PC-A and PC-C cure slowly in comparison with PC-B. Even at 40° F., PC-B reached the 500 psi flexural strength within two hours.

EXAMPLE VII

    ______________________________________                                         Coefficient of Thermal Expansion at Varying Temperatures                       for Three Polymer Concrete Systems                                                      Coefficient of Thermal Expansion,                                              in/in/°F. × 10.sup.-6                                    Temperature, °F.                                                                   PC-A         PC-B     PC-C                                          ______________________________________                                          0         0.00         4.20     1.03                                          40         3.97         4.20     5.83                                          80         8.26         4.20     10.58                                         120        13.1         16.4     15.4                                          158        17.6         16.4     20.0                                          ______________________________________                                    

The coefficient of thermal expansion for Portland cement concrete is 5.5×10⁻⁶ in/in/°F. It is important that a polymer concrete system used in conjunction with normal concrete (such as a polymer concrete overlay on Portland cement concrete) have a coefficient of thermal expansion similar to that of concrete. If an overlay expands and contracts to a much greater degree than the material it covers every time the temperature changes, it will break loose from the substrate (or delaminate) and will not provide the protection it was designed to provide.

PC-B has a coefficient of thermal expansion that is constant up to greater than 80° F.; this thermal expansion is similar to that of Portland cement concrete. Above 120° F., the coefficient for PC-B is higher, but is still constant and is ultimately lower than the coefficients for either of the other polymer concrete systems.

EXAMPLE VIII

    ______________________________________                                         Comparison of Three Epoxy Polymer Concretes                                    with Portland Cement Concrete (PCC)                                            Typical Properties of Portland Cement Concrete and                             Polymer Concrete After 28 Days Cure at Ambient                                 Temperatures                                                                                PCC     PC-A    PC-B    PC-C                                      ______________________________________                                         Compression strength, psi                                                                     3000-5000 14000   15000 13000                                   Compression modulus,                                                                          3-4       3.9     4.2   3.9                                     psi × 10.sup.6                                                           Flexural strength, psi                                                                        410-530    2900    2800  3000                                   ______________________________________                                    

All three of the polymer concrete systems were considerably stronger than Portland cement concrete after a standard 28-day cure time. Modulus values are similar for the three polymer concrete systems and the Portland cement concrete; this similarity indicated that these epoxy systems are no more rigid than Portland cement concrete.

    ______________________________________                                         Table of Test Methods                                                          ______________________________________                                         Gel Time (minutes)     ASTM D-2471-71                                          Shore D-Hardness 0-10 seconds                                                                         ASTM D-2240                                             Elongation at Break (%)                                                                               ASTM D-638                                              Heat Deflection Temperature (HDT)                                                                     ASTM D-648                                              (°C., 264 psi/66 psi)                                                   Izod Impact Strength (ft lbs/in)                                                                      ASTM D-256                                              Tensile Strength (psi) ASTM D-638                                              Tensile Modulus (psi)  ASTM D-638                                              Flexural Strength (psi)                                                                               ASTM D-790                                              Flexural Modulus (psi) ASTM D-790                                              Compression Strength (psi)                                                                            ASTM D-695                                              T-peel Strength (pli)  ASTM D-1876                                             Tensile Shear Strength (psi)                                                                          ASTM D-1002                                             Modulus of Elasticity-Concrete (psi)                                                                  ASTM C-469-83                                           Brookfield Viscosity (cps @ 25° C.)                                                            ASTM D-1824                                             Compression Modulus-Concrete (psi)                                                                    ASTM C-469-83                                           Compression Strength-Concrete (psi)                                                                   ASTM C-3983b                                            Flexural Strength-Concrete (psi)                                                                      ASTM C-78-75                                            ______________________________________                                    

While particular embodiments of the invention have been described, it is well understood that the invention is not limited thereto since modifications may be made. For example, the amount of accelerator may be adjusted with ambient temperature to ensure adequate strength development after short cure times. Nonylphenol may be added to improve flexibility if the decrease in strength is acceptable. It is therefore contemplated to cover by the appended claims any such modifications as fall within the spirit and scope of the claims. 

What is claimed is:
 1. A method for repairing a fault in a cementitious road, comprising applying to the fault a composition comprising:A. A binder comprising:(1) a vicinal polyepoxide having an average of at least 1.8 reactive 1,2-epoxy groups per molecule; (2) a stoichiometric amount of a curing agent comprising triethyleneglycol diamine; (3) an accelerator comprising an effective amount of piperazine, and B. aggregate.
 2. The method of claim 1 wherein the aggregate comprises gravel, sand and fly ash.
 3. The method of claim 1 wherein the aggregate:binder weight ratio is 7:1 to 12:1.
 4. The method of claim 1 wherein the binder additionally comprises nonylphenol.
 5. A method for coating a cementitious road comprising applying to the surface of the road a composition comprising:A. A binder comprising:(1) a vicinal polyepoxide having an average of at least 1.8 reactive 1,2-epoxy groups per molecule; (2) a stoichiometric amount of a curing agent comprising triethyleneglycol diamine; (3) an accelerator comprising an effective amount of piperazine, and B. aggregate comprising gravel, sand and fly ashwherein the aggregate:binder weight ratio is 7:1 to 12:1.
 6. The method of claim 5 wherein the binder additionally comprises nonylphenol.
 7. A method for repairing a fault in a cementitious road, comprising applying to the fault a composition comprising:A. A binder comprising:(1) a vicinal polyepoxide having an average of at least 1.8 reactive 1,2-epoxy groups per molecule; (2) a stoichiometric amount of a curing agent comprising tetraethyleneglycol diamine; (3) an accelerator comprising an effective amount of piperazine, and B. aggregate.
 8. The method of claim 7 wherein the aggregate comprises gravel, sand and fly ash.
 9. The method of claim 7 wherein the aggregate:binder weight ration is 7:1 to 12:1.
 10. The method of claim 7 wherein the binder additionally comprises nonylphenol.
 11. A method for coating a cementitious road comprising applying to the surface of the road a composition comprising:A. A binder comprising:(1) a vicinal polyepoxide having an average of at least 1.8 reactive 1,2-epoxy groups per molecule; (2) a stoichiometric amount of a curing agent comprising tetraethyleneglycol diamine; (3) an accelerator comprising an effective amount of piperazine, and B. aggregate comprising gravel, sand and fly ashwherein the aggregate:binder weight ratio is 7:1 to 12:1.
 12. The method of claim 11 wherein the binder additionally comprises nonylphenol. 